Sample Record for 2026-07-08-71
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1001213 DEA: 11431644 EFIS: 1122000232
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-78-N17.7
Work Description: Cold plane, RHMA overlay, Concrete Barriers, Landscape and Electrical.
Location Description: IN SAN DIEGO COUNTY FROM ROUTE 78/5 SEPARATION TO 0.3 MILE EAST OF ESCONDIDO BOULEVARD UNDERCROSSING.
Contractor Name: Skanska USA Civil West
Contractor Address: 1995 Agua Mansa Rd., Riverside, CA 92509
Resident Engineer: Yong Pak Structure Rep.: Carlos Lopez
Sample Information
DIME Sample ID: 2026-07-08-71
TL Number from the TL Form:
Sample Submitted By Organization: CT D11 - District 11 Materials Laboratory
Sample Organization Contact: (858) 518-8709
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 07/08/2026
Date that the sample was received by the laboratory/organization performing the testing: 07/09/2026
The quantity of what the sample constitutes: 4 boxes
A brief description of the sample: Plant Sample
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: RJ Noble Corona
Material Information
HMA Type: RHMA-G
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 49R003ARSPW
Binder content (%): 7.5
Virgin binder PG: PG 64-16
Design binder PG: PG 64-16
Binder Supplier: World Oil
RAP content (%): 0
WMA Additives: Yes
Antistrip type:
Test Results
Test
DIME Test ID: 2026-07-08-71-1
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: D11PlantServices@dot.ca.gov
Organization Phone: (858) 518-8709
This test has been superseded on 07/31/2026.
Reason: retested
Test
DIME Test ID: 2026-07-08-71-2
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 07/23/2026
Date Tested: 07/22/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Complies
Test Result Compliance: not applicable
Additional Comments When Verified:
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Number of tests
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1
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What is the unit of measurement for theoretical density?
|
SI Units
|
|
Mass Determination
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Air
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Method Performed
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Mechanical Agitation - Method A
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Mass of container filled with water
|
7475.6 grams
|
|
Mass of oven-dry sample in air for Sample 1
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2574.9 grams
|
|
Mass of container filled with the sample and water for Sample 1
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8985.5 grams
|
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Temperature of Water
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77 °F
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|
Specific Gravity for Sample 1
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2.418
|
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Theoretical maximum density at 25°C (77°F)
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2411 kg/m^3
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Test
DIME Test ID: 2026-07-08-71-3
Test Method: AASHTO T308-25: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Verified Date: 07/31/2026
Date Tested: 07/29/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Retest Complies Target 7.50% - Re-Tested 7.51%
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
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Celsius
|
|
Test procedure used?
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Method A
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|
Mass of the specimen basket assembly
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3922.6 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
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5954.9 g
|
|
Corrected Asphalt Binder Content
|
7.51 %
|
|
Mass of HMA Sample prior to ignition
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2032.3 g
|
|
Mass Loss
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164.6 g
|
|
Mass of aggregate remaining after ignition
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1867.7 g
|
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Correction Factor (Percent by mass of HMA Specimen)
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0.59 %
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Moisture Content
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no data0 %
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|
Temperature Compensation Factor
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no data0 %
|
|
Test Temperature
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538 C
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